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Home My WebLink AboutHarbor Park Homes , Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 .. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON FEBRUARY 8, 199': RESOLVED that the Town Board of the Town of Southold hereby approves the bond amount of $20,175.00 for improvements in the major subdivision of Harbor Park Homes, all in accordance with the recommendation of the Southold Town Planning Board, and Engineering Inspector Richter. d.L;-/~~ ~T.~~ Southold Town Clerk February 9, 199' . SCOTfL.HARRlS SupeIVtsor PLANNING BOARD MEMBERS RIchard G. Ward. Chairman George Ritchie Latham. Jr. Bennett Orlowski. Jr. Mark S. McDonald Kenneth L. Edwards Town Hall. 53095 Main Road p. O. Box 1179 Southold, New York 11971 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOlITHOLD Fax (516) 765 - 1823 February 1, 1994 RECEMO fEB 1 1994 Judith T. Terry Town Clerk Southo1d Town Hall Southold, New York 11971 $ouIhokl T OWI'I rt,..,I. RE: Major Subdivision Harbor Park Homes SCTM# 1000-97-6-17 and 1000-103-1-20.5 and 20.6 Dear Mrs. Terry: The following resolution was adopted by the Southold Town Planning Board at a meeting held on January 31, 1994: Be it RESOLVED to adopt the bond estimate dated as revised January 5, 1994, and to recommend same to the Town Board. The bond estimate is in the amount of 20,175.00, with an administration fee in the amount of 1,210.00. Please note the following in regard to the above mentioned bond estimate: 1. All required improvements have been installed by the applicant. The improvements have been inspected and have been accepted as satisfactory by James Richter, Engineering Inspector and Raymond Jacobs, Superintendent of Highways. 2. On January 12, 1993 (prior to the installation of the improvements), the Planning Board adopted a bond estimate for the proposed improvements in the amount of $38,850.00, with an administration fee in the amount of $2,230.00. In a report dated May 4, 1993, James Richter, for reasons stated in the report, recalculated the drainage design, resulting in a reduction of the required improvements. In response to a request from the Planning Board to calculate a revised bond estimate based on the revised drainage design, Mr. Richter submitted a revised bond estimate to the Board in a report dated January 5, 1994. Since the administration fee is calculated on the bond estimate, the administration fee was also recalculated and Subsequently reduced. 3. On January 7, 1994, the applicant, unaware that a revised bond estimate had been calculated, submitted check No. 735 from Dalchet corporation in the amount of $2,230.00 to fulfill payment of the administration fee. Since the $2,230 check has been processed by the Town, a refund of $1,020.00 is due to the applicant. Please let me know if you need any additional information in regard to the above. Sincerely,/J ~ /tJfj . Melissa sp~ Planner enc. cc: James Richter, Engineering Inspector Raymond Jacobs, superintendent of Highways Richard Lark, Attorney for applicant ~ (516)-765-30:0 SuUic..E J.t5 '6'P L.. JACOBS JAMES A.. RICHTER. R.A. E~GINEERING (NSPECTOR SUPER I NTENDENT. SOUTHOLD TOWN HIGHWAY DEPART~ENT Fax (516)-765-1750 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD JANUARY 5, 1994 Richard G. Chairman - Town Hall, Southold, Ward Planning Board 53095 Main Road New York 11971 Re: HARBOR PARK HOMES - Major Subdivision Harbor Lane, Cutcho9ue, New York SCTM # 1000 - 97 - 06 - 17 Dear Mr. Ward: As per your request, I have revised above referenced project. A copy of enclosed for your reference. the bond estimate for the this estimate has been Please note that my last report to your office indicated that all of the work listed in the enclosed estimate was completed in a satisfactory manner. If you have any questions concerning this matter, please contact my office. n erelY/J 0 1!1ftu (!I ~/ft;'k ~ames A. Rlchter, R.A. ~NC: cc: Raymond L. Jacobs (Superintendent of Highways) Fax (516)-765-1750 / 'AYMOND L. JACOBS SUPERINTE~DE~T. SOUTHOLD TOWN HIGHWAY DEPART~E~T ITEM 1. 2. 3. 4. ._-----~-- ~t JAMES A. RICHTER, R.A. E~GINEERING INSPECTOR TOWN OF SOUTHOLD OFFICE OF THE ENGINEER (516)-765-3070 REVISED BOND ESTIMATE FOR HARBOR PARK HOMES AT CUTCHOGUE, TOWN OF SOUTHOLD SCTM # 1000 - 97 - 06 - 17 JANUARY 5, 1994 QUANTITY DESCRIPTION 2 EA. CATCH BASINS (10' Dia. X 8' Deep) 6 EA. LEACHING BASINS (10' Dia. X 8' Deep) 60 L.F. 18" Dia. CORRUGATED METAL PIPE 250 S.Y. TOPSOIL & SEED UNIT PRICE AMOUNT $ 2,500.00 $ 5,000.00 2,000.00 12,000.00 30.~0 1,800.00 5.50 1,375.00 SUB-TOTAL = + 6% ADMINISTRATION FEE = $ 20,175.00 1,210.00 TOTAL = $ 21,385.00 . ,r .5Uf3f"IL!;: pe, M~ / 'iF JA.'1ES A. RICHTER E~GI~EERI;:'G I;:'SPECTOR \ . / RAY}!OND L. JACOBS S!:PE!U~TENDE,;T OF HIGffiiAYS 765-3140 765-3070 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mr. Raymond L. Superintendent Peconic Lane, P'eccnic, New Jacobs - Southold Town P.O. Box 178 York 11958 Highway MA Y 4, I 9 9 3 Re: HARBOR Harbor SCTM: PARK HOMES - Major Subdivision Dea!' Ray: Lane, # 1000 # 1000 Cutchogue, - 97 - 06 - 103 - 01 New York - 17. - 20~5 As per your request, I have reviewed the drainage design fOr th~ above referenced subdivision. My last report concerning this p"oject indicated that the proposed drainage system was more than adequate to handle the runoff from this subdivision. Recently, the owner of the property, Mr. Chet Orlowski contacted your cf:ice to discuss the possibility of reducing the amount of drainage provided in the original design. It was his opinion that the drainage system design was excessive due to existing site conditions. The original drainage calculations followed the Code criteria to the letter. However, in this case, the property to be developed is relatively flat and its elevation is level with or below the existing Town Road. These existing conditions suggest that the proposed development will not create any additional or substantial runoff that would enter the existing Town ROeld. For this reason, I have recellculated the drainage design and would recommend the following changes: Station Point locations elre telken from existing Drainag~ Design ~ Road Pycfile Pla~ d2t~d 10/1/92. STATION 0+00 - Provide 3 - 10' Dia. x 8' Deep Leaching Pools One Pool to have Cast Iron Grate & Frame set to grade. 3+80 - No Work Required. 7+25 - Provide 2 - 10' Dia. x 8' Deep Leaching Pools Connect new pools to existing drainage basin. No Change from original design. STATION 14+70 - P~ovide 3 - 10' Dia. x 8' Deep Leaching Pools One Pool to have Cast Iron Grate & Frame set to grade. STATION STATION cc: Richard G. Ward (Chairman - Planning Board) Chet Orlowski /"iW'lltJ!A /I7<<1E'~. ;i~~>.~ ~A.'-"'-' 1//1 1 W !"',J -~ .4 J SOUmOLO 10',::1 . ,':, PI Mi~m!l1 RO'Rn . ... .............,.......-~. ..,. r~ ..,:. ---, , :' ", . .; 'v..r IL-'i I I I I